HomeMy WebLinkAboutC4.09_Sanitary Sewer Line G I IJ, t_Ty Sheet Notes: •1 ��— .
I I I I B7 L20 O THE
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, r ���'
B7 L21 II o
I CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO LAND
® I Q M CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT .
B6 L3 oo I B7 L22 I " + J rn MATCH PLANS. _�
N pGROUP
B7 L23 O I N a � �, •
B7 L26 B7 L25 B7 L24 Q I 00 I + " '- " 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
Z"P RR 0O + � `� v7 o w
O IL O I - r � co APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
a� O O O � ED
M I + J a o w LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
m c I � I + Q U_ CO M' BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
+ J N I I I •O I v I CCl) I + J N Cp M cc c i C) w _ . FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
N � I j l I + mo o + _J r� o o ` M c N p w - -� r ----- UTILITIES.
Q U_ CV I I M N r 00 O O LO C.,) CO Q U_ N -
CITY OF MERIDIAN EASEMENT Cn o w "' `' � < "' c a � CO c i o 'i' -
_ � o w o w v~, o w _ __--o--- 62�00 3. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO
SSMH 44 —�—— I — — M.a — — — — — — ____---' 174 — CENTER OF STRUCTURES UNLESS NOTED OTHERWISE.
eg � MP __
e°o
T 40%8 SS
_---
56+00 _ _ - __ �__
--- 161 LF OF 8-IN PVC AT 0. — -SSMH 49 2OF ISPWC DIVISION 300 AND~ �-_____- _ _---- 4 - ILL SHALL BE
ENCHING SHALL CONFORM TO THE LATEST EDITION
154-LF - -
_ 8 SS OF 8-IN PVC sa;;ee; SSMH 45 I -------------- __--- -
--0 175' g SS 8„W
�70� — 2 AT 1 98 °18"SS 57+00� � `�`� � 173 -_-_ __ _--_ _-_-__-- - - --------- -------- 60+00 — __--- CONSTRUCTED PER SECTION 305 AND 306 OF THE ISPWC.
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59+00 — -
rn— 2
64-LF OF 8-IN PVC AT 0.40% 58+00 8" ----
-- - 2 8 SS --- — '- 5.
- — � 8"SS 221-LF OF 8-IN PVC AT 0.40% � -
NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A
8 —9rro 0— - -_ _ — 2 SSMH 47 2 _T_--- --- SEWER/WATER MAIN.THIS INCLUDES BUILDINGS, CARPORTS,TRASH ENCLOSURES,
8"W �' 1 SSMH 46 21'W LO TREE R DEEP ROOTING BUSHES
14'WIDE ) ___- --- _ s r.OUntryVleW Way
__ __ I � � ae�e I
__ aepaoeva
- --------- - -- -
GRAVEL L _ o !r 2 �__U7'6 ---- -------- s a
ACCESS ROAD
GAT I Q
M N N E I 4
M O (/J '1
oM coo o~o CD CD _ N + rn
N �- COD r O = O Cp O CC co M N LLJ , co I I
CO Co
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O Woo I " �4 ' O �� Keynotes:
o O Q
+ O B1 L43
oz B1 L44 I p0 II I 11 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00.
B9 L2 I ^, ( R1 I AR
I B1 L45 t
ram, a' �'
Line G 0 30' 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET
C1.00.
Horizontal Scale: 1" = 30' ■ ■ ■
3. NOT USED. W
4. 4.INSTALL 4-IN SEWER SERVICE AT A MIMIMUM 2%GRADE TO LENGTH SHOWN PER Ca
2682 Sewer Line G: Sta. 55+60 - 62+10 2682 ISPWC SD-511. CAP AND MARK PER MERIDIAN SD SW3.
Q =
HORIZONTAL SCALE. 1 = 30
VERTICAL SCALE: 1" = 3' CD
2679 2679 E
CL
i = IIIIIIIIIIIIIIIIIIIIIII�
2676 2676 Q CD
C
W Q
2673 2673 C
Q �
C"
2670 2670 Q � o
o
cc
2667 EXISTING GROUND AT CENTERLINE PIPE Q
2667
--r O
-� CA cm)
w
Revisions
0
2664 2664 1. AGENCY COMMENTS 07-28-25
PROPOSED GROUND AT CENTERLINE PIPE
WATER MAIN
WATER SERVICE CROSSING WATER SERVICE
CROSSING WATER SERVICE
2661 CROSSING�y O CROSSING WATER SERVICE 2661
Q WATER SERVICE O CROSSING 2 � CROSSING
O
154-LF OF 8_I1V pVC AT 1.98% O O
SSMH 44
658 48-IN DIA. PER ISPWC SD-501
2658
STA:55+79.44, 0.00' I 64-LF OF 8-IN PVC AT 0.40%
RIM: 2666.99±
IE IN: 2660.18, 8-IN PVC (SW) 221-LF OF 8-IN PVC AT 0.40%
IE OUT: 2660.08, 8-IN PVC (NE) 161-LF OF 8-IN PVC AT 0.40%
2655 SSMH 45 SSMH 46 2655
48-IN DIA. PER ISPWC SD-501
STA: 57+33.01, 0.00' 48-IN DIA. PER ISPWC SD-501
RIM: 2666.25± STA: 57+96.85, 0.551L SSMH 47 ��SZON ENC
RIM: 2665.63± 48-IN DIA. PER ISPWC SD-501 SSMH 49 0\S T
IE IN: 2657.04, 8-IN PVC (SW) STA: 60+18.23, 0.00'
IE IN: 2657.04, 8-IN PVC (SE) IE IN: 2656.68, 8-IN PVC (SW) 48-IN DIA. PER ISPWC SD-501
2652 IE OUT: 57.04,4, IN P PVC E) IE OUT: 2656.58, 8-IN PVC (NE) RIM: 2664.75± STA: 61+78.76, 0.00, 2652 10961
IE IN: 2655.70, 8-IN PVC (SW) RIM: 2664.10±
IE OUT: 2655.60, 8-IN PVC (NE) IE IN: 2654.96, 8-IN PVC (SW) ��"T£OF \OP�o
IE OUT: 2654.86, 8-IN PVC (N) J�`s"o DE14�
0-712512025
2649 2649 Project No.: 121172
Date of Issuance: 07-28-2025
Project Milestone: PERMIT SUBMITTAL
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Sanitary Sewer
AT CENTERLINE PIPE AT CENTERLINE PIPE
2646 2646 Line G
M M Ln M t` M r I- Ln N 00 N O O O 6) Ln co O O
O O co O O l!) O l!) ti co O O (O
`V co O V r O L!) ti CV O r co LCJ co r N r O r O Cb co l!) V r M N r T O
O O M M 00 p- P- (D CO l!) C!-) CCJ U-) U-) CO co CO co CD CO O CfJ CO
E co ti O CD co CD CO L!) co L!) co L!) CO CO O L!) O L!) co l!) O l!) co l!) O l!) O l!) CO co O co co V CO co O V CO CO
CD O GD O O co CO O GD co CD co CD CO co co O O CD O co O O O CD O CD O CO CO CD co co O GD O CD co O O CO O CD O CO O
N CD CV CD N co Cy CD CV CD N CD N CO N CD Cy co CV CD N GD Cy GD CV CD CV CD CQ GD CV CD N CD CV co CV GD Cy co N GD N GD Cy GD
N N N N N N N N N N CV CV CV CV CV CV CV CV N CV N CV N CV
55+60 55+80 56+10 56+40 56+70 57+00 57+30 57+60 57+90 58+20 58+50 58+80 59+10 59+40 59+70 60+00 60+30 60+60 60+90 61+20 61+50 61+80 62+10 C4mO9